• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.539-545
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• 2009

KTX trains which began passenger service between Seoul and Busan in April 2004 have gained very high evaluation for their safe operation. Track is one of the most important means to keep KTX safety, it has not been a fail of safe structure. The track failure during operation may lead to a severe accident. So, it is to be verified the confidence of track maintenance management on the high speed line. This paper would like to find a track deformation trend through a comparative analysis on actual measurement data at these times. It discusses the effect of cyclic dynamic load at welding part. KTX dynamic impact load was measured in accordance with a rail surface irregularity and analyzed some track irregularities according to the condition of rail profile at welding part in the Gyeongbu high speed line.

• 연구논문집
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• 통권27호
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• pp.35-45
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• 1997

The dynamic design process for the articulated bogie of light rail vehicle(LRV) was studied to design a primary and secondary suspension elements. Suspension stiffness and damping is selected on the basis of the ride quality and suspension stroke trade-off. LRV was modeled as a 2 d.o.f linear system for the design of vertical suspension characteristics and a 4 d.o.f linear system for the design of lateral suspension characteristics. FRA's class-4-track irregularity was used for the exciting disturbance on track. The optimum value of primary and secondary suspension characteristics was determined using this design process.

• 한국철도학회논문집
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• 제19권6호
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• pp.777-784
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• 2016

본 연구에서는 도시철도에 사용되는 방진체결장치가 현장에서 부담하는 하중의 체계적 평가를 통하여 방진체결장치의 성능시험하중에 대한 기준이 정립되었다. 방진체결장치가 가질 수 있는 동적 강성 범위를 알아보기 위하여 국내에서 공급 가능한 3가지 유형의 방진체결장치들에 대하여 동적 시험을 수행하였다. 이들 방진체결장치에 작용하는 하중을 평가하기 위하여 동적 강성을 변화하면서 차량-궤도 상호작용해석을 수행하였다. 해석의 중요 입력요소인 궤도틀림은 측정자료를 토대로 도출된 궤도틀림 PSD(Power Spectral Density) 회귀 함수로 고려하였다. 도시철도의 다양한 운영환경을 고려하여 방진체결장치에 작용하는 하중을 평가한 후, 평가된 하중을 토대로 방진체결장치의 성능시험하중에 대한 기준을 제시하였다.

• 한국시뮬레이션학회논문지
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• 제30권1호
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• pp.127-137
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• 2021

철도시설물 안전 확보를 위한 동하중 관리 및 철도차량 유지보수 효율화를 위한 차륜 상태진단을 위해 레일의 변형률과 진동 값을 이용하는 방법이 주로 사용된다. 동하중은 레일의 변형률과 철도차량 하중이 비례한다는 가정을 바탕으로 측정이 이루어지며 차륜 상태는 결함의 크기와 레일 접촉진동의 크기가 비례한다는 가정을 통해 진단이 이루어진다. 하지만 차량 속도, 차륜 하중, 기후, 선로 상태와 같이 레일의 변형률과 진동에 영향을 주는 환경요소를 반영하지 않으면 측정 조건에 따라 많은 편차가 발생한다. 본 연구에서는 레일의 변형률과 진동에 영향을 주는 환경요소 중 선로 상태를 나타내는 주요 지표인 궤도틀림이 레일의 변형률과 진동에 미치는 영향을 동역학 시뮬레이션을 통해 살펴보고 측정 편차를 줄이기 위한 방안으로 측정지점 추가 확보에 따른 효과를 분석하였다.

• Structural Engineering and Mechanics
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• 제66권1호
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• pp.15-25
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• 2018

Post-construction subgrade settlement especially differential settlement, has become a key issue in construction and operation of non-ballasted track on high-speed railway soil subgrade, which may also affect the dynamic performance of passing trains. To estimate the effect of differential subgrade settlement on the mechanical behaviors of the vehicle-slab track system, a detailed model considering nonlinear subgrade support and initial track state due to track self-weight is developed. Accordingly, analysis aiming at a typical high-speed vehicle coupled with a deteriorated slab track owing to differential subgrade settlement is carried out, in terms of two aspects: (i) determination of an initial mapping relationship between subgrade settlement and track deflections as well as contact state between track and subgrade based on a semi-analytical method; (ii) simulation of dynamic performance of the coupled system by employing a time integration approach. The investigation indicates that subgrade settlement results in additional track irregularity, and locally, the contact between the concrete track and the soil subgrade is prone to failure. Moreover, wheel-rail interaction is significantly exacerbated by the track degradation and abnormal responses occur as a result of the unsupported areas. Distributions of interlaminar contact forces in track system vary dramatically due to the combined effect of track deterioration and dynamic load. These may not only intensify the dynamic responses of the coupled system, but also have impacts on the long-term behavior of the track components.

• 한국철도학회논문집
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• 제14권6호
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• pp.526-534
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• 2011

본 연구에서는 고속철도의 자갈궤도와 콘크리트궤도에서 열차 주행 안전 측면에서 관리해야 할 레일패드 강성의 상한값을 차량 및 궤도의 동특성과 운영환경을 고려하여 결정하는 방법을 제시하였다. 차량-궤도의 상호작용해석의 중요 입력 파라메타인 궤도틀림과 관련하여 프랑스 및 독일에서 제시한 고저틀림 PSD(파워 스펙트럼 밀도)와 경부고속철도 1단계 구간 자갈궤도 및 콘크리트궤도에서 계측한 고저틀림 자료를 통하여 얻은 PSD를 기초로 하여 넓은 범위의 주파수 영역에서 적용할 수 있는 자갈궤도와 콘크리트궤도의 고저틀림 PSD를 제시하였다. 제시된 PSD 기준 모델을 사용하여 시간 영역에서의 고저틀림 입력을 난수 생성(random number generation)을 통하여 구한 후 차량-궤도 상호작용 해석기법을 사용하여 레일패드 강성에 따른 윤중 감소율을 산정하였다. 산정된 윤중 감소율에 대하여 국내 철도차량 안전기준에 관한 규칙의 탈선계수 규정을 적용하여 주행 안전 측면에서 허용할 수 있는 레일패드 강성의 상한값을 제시하였다.

• 한국소음진동공학회논문집
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• 제11권8호
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• pp.349-356
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• 2001

The dynamic behavior of high speed train is very Important because the railway should be safe and Is satisfied tilth the rode comfort of passengers. The train is composed of many suspension components. such as 1st springs, 1st dampers, 2nd springs and 2nd dampers, that have an influence on the dynamic characteristics of high speed train. Also, the wheel/rail shapes, the track conditions and geometry and many environmental factors, such as rain, snow and wind. affect the dynamic behavior of high speed train. This paper reviews the effect of wind and track conditions on the dynamic behavior of high speed train. The VAMPIRE program Is used for this simulation. The result of simulation shows that the high speed train should not be operated when the wind velocity is beyond 34.5 m/sec.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1999년도 춘계학술대회 논문집
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• pp.398-405
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• 1999

Large dynamic forces are generated between wheel and rail due to rail surface irregularities at rail welded part. The effects become more and more significant in the view of the present tendency to train speed increasing. Therefore, the purpose of this paper is to derive useful guides for the effective and economical maintenance of rail welded parts through the wheel and rail interaction analyses. A typical shape for the irregularity of rail welded part is assumed to make the analysis quantitative. The effects of the irregularity depth and train speed on the train and track behaviors are investigated.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 추계학술대회 논문집(II)
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• pp.863-869
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• 2002

Studied in this paper was the kinematic envelope of the railway vehicle to calculate the lateral displacement using the multi-body dynamic simulation program (VAMPIRE) and the BASS 501. The lateral displacement of railway vehicle is occurred by the clearance between wheel flange and rail, the track irregularity, the property of each suspension of vehicle and the cant of track etc. The results of analysis shown that Vehicle is not interfere with subway platform in any conditions namely the tare and full load condition, the wheel wear condition and the stationary and running of vehicle.

• 한국소음진동공학회논문집
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• 제21권7호
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• pp.637-642
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• 2011

The DMT freight is judged that economic performance is good because can increase cargoes than existing freight. However, the existing freight cars, each with a different balance to the body structure is bogie because the vibrations may occur. Thus, by minimizing vibration over the existing freight securing the safety of the driving if you will not have major problems in cargoes. In this study, multi-body dynamic analysis tool, VI-Rail using the actually Gyeongbu Railroad line and an empty, full freight condition include curve radius, track irregularity, The DMT freight of the derailed wagons were assessed for safety analysis. Full and empty freight conditions for parity in the Gyeongbu Railroad line(Dongdaegoo${\leftrightarrow}$Kyungsan) derailment safety analysis, such as derailment coefficient and the wheel unloaded, echoing the curve and the orbit is affected by the irregularity was found. Full freight condition than the empty conditions showed a significant derailment safety. Overall, the limits of derailment coefficient(Q/P = 0.8) and wheel unload decrement limits(${\triangle}P/P$ = 0.6) is less safe with me confirmed that the derailment safety.